Three-Dimensional Model for Moisture and Volume Changes Prediction in Expansive Soils-Reference-Cited by-同舟云学术

Three-Dimensional Model for Moisture and Volume Changes Prediction in Expansive Soils

Published:2005-03 Issue:3 Volume:131 Page:311-324
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wray W. K.¹²³,El-Garhy B. M.¹²³,Youssef A. A.¹²³

Affiliation:

1. Provost and Senior Vice President for Academic and Student Affairs, Michigan Technological Univ., Houghton, MI 49931.

2. Assistant Professor, Civil Engineering Dept., Faculty of Engineering, Minufiya Univ., Shebin El-Kom 23511, Egypt.

3. Professor, Faculty of Engineering, Minufiya Univ., Shebin El-Kom 23511, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A3%28311%29

Reference26 articles.

1. Aitchison G. D. (1965). “Statement of the review panel: Engineering concepts of moisture equilibria and moisture changes in soils beneath covered area.” Proc. Moisture Equilibria and Moisture Changes in Soils Beneath Covered Areas Butterworths Australia 7–21.

2. Bratton W. L. (1991). “Parameters for predicting shrink/heave beneath slab-on-ground foundations over expansive clays.” PhD dissertation Texas Tech Univ. Lubbock Tex.

3. Bratton W. L. Lee C. S. Pomper P. S. and Wray W. K. (1990). “Field monitoring of moisture conditions in expansive soils.” Proc. Symp. on Engineering Geology and Soils Engineering Pocatello Id. 36/1–36/14.

4. Dhowian A. W. Erol O. and Youssef A. F. (1985). “Evaluation of expansive soils and foundation methodology in the kingdom of Saudi Arabia.” Research Rep. No. AT-5-88-3 CANCST.

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